Summary for Test 2014-07-28-9006113-4
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 7780 DEA: 112T1824 EFIS: 1100020051 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-4.7/5.6 |
| Award Date | 01/03/2013 |
| Closeout Date | 09/07/2018 |
| Work Description | REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR). |
| Location Description | SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/10/2012) |
Sample Information
| Sample Taken Date | 07/28/2014 | Sample Unique Key | 9006113 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Quality Control |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 5 cylinders |
| From where was the sample collected | Source | First name of sampler or witnessed by | Sarah |
| Last name of sampler or witnessed by | Thomson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2014 | The fabricator/manufacturer/facility name | Vulcan Mission Valley |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 103612F |
|---|---|---|---|
| The truck number from where the sample was collected | 848 | The batch plant ticket number from where the sample was collected | 123004 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | 66R wall | Where the material sample would have been placed if not sampled | Not set |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2014-07-28-9006113
DIME Test ID: 2014-07-28-9006113-4
Testing Lab: Vulcan Materials Company - San Diego
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-10-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Sara Thomspon
Date of test: 08/25/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 113810 lb
Maximum load on cylinder 2: 115280 lb
Type of fracture pattern of cylinder 1: 6
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.274 in^2
Cross sectional area of cylinder 2: 28.274 in^2
Compressive strength (to nearest 10 psi): 4060 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2014 ✔